IMECH-IR  > 环境力学重点实验室(2009-2011)
高桩码头不均匀沉降模型实验与数值模拟
Alternative TitleMODEL EXPERIMENT AND NUMERICAL SIMULATION OF HIGH-PILED WHARF AND UNEVEN SETTLEMENT 1)
王超; 陆晶晶; 孟祥跃; 李世海
Source Publication力学与实践
2009
Volume31Issue:3Pages:61-63,68
ISSN1000-0879
Abstract以使用5年以上的高桩码头的大管桩为研究对象,采用模型实验的方法对大管桩的不均匀沉降进行了系统研究.首先通过量纲分析,确定模型实验的各个物理量和相关参数,以及模型材料(PVC管)等;然后利用电测技术,经过大量实验,获得大管桩的不均匀沉降量和变化规律;同时,利用数值模拟,分析了大管桩不均匀沉降变化规律,验证了模型实验结果的可靠性,说明了利用数值模拟方法分析大管桩不均匀沉降是可行的.
Keyword高桩码头 大管桩 模型实验 数值模拟
Indexed ByCSCD
Language中文
Funding Organization国家“973”项目(2002CB412703) ; 中国科学院知识创新项目(KJCX2-SW-L1)资助
CSCD IDCSCD:3508179
Citation statistics
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/33331
Collection环境力学重点实验室(2009-2011)
Corresponding Author王超
Recommended Citation
GB/T 7714
王超,陆晶晶,孟祥跃,等. 高桩码头不均匀沉降模型实验与数值模拟[J]. 力学与实践,2009,31,3,:61-63,68.
APA 王超,陆晶晶,孟祥跃,&李世海.(2009).高桩码头不均匀沉降模型实验与数值模拟.力学与实践,31(3),61-63,68.
MLA 王超,et al."高桩码头不均匀沉降模型实验与数值模拟".力学与实践 31.3(2009):61-63,68.
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